Spatiotemporal Evaluation of PM10 Concentrations Within the Greater Athens Area, Greece. Trends, Variability and Analysis of a 19 Years Data Series
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Athens Metro Lines Development Plan and the European Union Infrastructure & Transport
M ETHNIKI ODOS Kifissia t . P e n Zefyrion Lykovrysi KIFISSIA t LEGEND e LYKOVRYSI l i Metamorfosi KAT METRO LINES NETWORK Operating Lines Pefki Nea Penteli LINE 1 Melissia PEFKI LINE 2 Kamatero MAROUSSI LINE 3 Iraklio Extensions IRAKLIO Penteli LINE 3, UNDER CONSTRUCTION NERANTZIOTISSA OTE LINE 2, UNDER DESIGN AG.NIKOLAOS Nea Filadelfia LINE 4,TENDERED NEA IONIA Maroussi IRINI PARADISSOS Petroupoli LINE 4, UNDER DESIGN Ilion PEFKAKIA Nea Ionia Vrilissia Parking Facility - Attiko Metro ILION Aghioi OLYMPIAKO Anargyri NEA IONIA STADIO "®P Operating Parking Facility PERISSOS "®P Scheduled Parking Facility PALATIANI Nea Halkidona SIDERA SUBURBAN RAILWAY NETWORK DOUK.PLAKENTIAS Anthousa ANO PATISSIA Gerakas Filothei P Suburban Railway o Halandri "® P e AGHIOS HALANDRI "® Suburban Railway Section also used by Metro l "®P ELEFTHERIOS ALSOS VEIKOU Kallitechnoupoli a ANTHOUPOLI Galatsi g FILOTHEI AGHIA E PARASKEVI PERISTERI GALATSI Aghia . KATO PATISSIA Paraskevi t Haidari Peristeri Psyhiko "®P M AGHIOS AGHIOS ELIKONOS NOMISMATOKOPIO Pallini ANTONIOS NIKOLAOS Neo Psihiko HOLARGOS PALLINI Pikermi KYPSELI FAROS SEPOLIA ATTIKI ETHNIKI AMYNA "®P AGHIA MARINA P Holargos DIKASTIRIA "® PANORMOU KATEHAKI Aghia Varvara "®P EGALEO ST.LARISSIS VICTORIA ATHENS P AGHIA VARVARA ALEXANDRAS "® "®P ELEONAS AMBELOKIPI Papagou Egaleo METAXOURGHIO OMONIA EXARHIA Korydallos Glyka Nera PEANIA-KANTZA AKADEMIA GOUDI "®P PANEPISTIMIO MEGARO MONASTIRAKI KOLONAKI MOUSSIKIS KORYDALLOS KERAMIKOS THISSIO EVANGELISMOS ZOGRAFOU Nikea SYNTAGMA ILISSIA Aghios PAGRATI KESSARIANI Ioannis ACROPOLI Rentis PETRALONA PANEPISTIMIOUPOLI NIKEA Tavros Keratsini Kessariani SYGROU-FIX P KALITHEA TAVROS "® VYRONAS MANIATIKA Spata NEOS KOSMOS Pireaus AGHIOS Vyronas MOSCHATO IOANNIS Peania Moschato Dafni Ymittos Kallithea Drapetsona PIRAEUS DAFNI ANO ILIOUPOLI FALIRO Nea Smyrni o Î AGHIOS Ilioupoli o DIMOTIKO DIMITRIOS s THEATRO o (AL. -
Registration Certificate
1 The following information has been supplied by the Greek Aliens Bureau: It is obligatory for all EU nationals to apply for a “Registration Certificate” (Veveosi Engrafis - Βεβαίωση Εγγραφής) after they have spent 3 months in Greece (Directive 2004/38/EC).This requirement also applies to UK nationals during the transition period. This certificate is open- dated. You only need to renew it if your circumstances change e.g. if you had registered as unemployed and you have now found employment. Below we outline some of the required documents for the most common cases. Please refer to the local Police Authorities for information on the regulations for freelancers, domestic employment and students. You should submit your application and required documents at your local Aliens Police (Tmima Allodapon – Τμήμα Αλλοδαπών, for addresses, contact telephone and opening hours see end); if you live outside Athens go to the local police station closest to your residence. In all cases, original documents and photocopies are required. You should approach the Greek Authorities for detailed information on the documents required or further clarification. Please note that some authorities work by appointment and will request that you book an appointment in advance. Required documents in the case of a working person: 1. Valid passport. 2. Two (2) photos. 3. Applicant’s proof of address [a document containing both the applicant’s name and address e.g. photocopy of the house lease, public utility bill (DEH, OTE, EYDAP) or statement from Tax Office (Tax Return)]. If unavailable please see the requirements for hospitality. 4. Photocopy of employment contract. -
The Hadrianic Aqueduct
Proceedings of the 14th International Conference on Environmental Science and Technology Rhodes, Greece, 3-5 September 2015 THE HADRIANIC AQUEDUCT CHRISTAKI M.1, STOURNARAS G.1 and NASTOS P.2 1 National and Kapodistrian University of Athens, Faculty of Geology and Geoenvironment, Department of Dynamic Tectonic Applied Geology, Panepistimiopolis Zografou, 15784, 2 National and Kapodistrian University of Athens, Faculty of Geology and Geoenvironment, Department of Geography and Climatology, Panepistimiopolis Zografou, 15784 E-mail: [email protected] ABSTRACT Since prehistoric times, the city of Athens and the wider region of Attica did not contain many natural water sources so aquatic reserves were never adequate to meet the needs of residents, as these changed through time. The construction of aqueducts was part of a more organized effort to address the water needs of the Attica basin area since prehistoric times. A key step in developing the city’s water infrastructure took place during the Roman occupation of Athens when the Hadrianic aqueduct and the Hadrianic reservoir were built. Construction began in 125 AD and was completed in 140 AD The Hadrianic was underground with natural flow requiring a small and continuous slope along the aqueduct. Wells, communicated through the aqueduct, were placed at regular intervals. The main branch of the aqueduct - the central part of the Hadrianic, consists of the main tunnel, approximately 20 Km which starts from the foot of Mount Parnitha in the Olympic Village and ends up in the reservoir of Lycabettus, exploiting the water sources of Parnitha, Penteli and the Kifissos River. Gravity collected water from the water sources in the main tunnel and there was also the contribution of smaller aqueducts along the route. -
Group Presentation
Group Presentation LONDON ROADSHOW 6 - 7 September 2012 Recent Developments / 6M2012 Financial Highlights 6M2012 financial highlights Group revenues reached € 596.5 ml, decreased by 14.1% mainly as a result of lower revenues in Construction and Concessions Operating profit (EBIT) increased by 108% and reached € 65.7 ml - EBIT includes profit of € 11 ml from the sale of Eldorado shares (0.9% stake) Profit before tax reached € 33.8 ml and net profit after tax reached € 20.1 ml Corporate related Net Debt as of 30/6/2012 reached € 599.9 ml (down from € 653 ml as of 31/3/2012) Current construction backlog amounts to € 3 bn The effort to strengthen the group’s international presence continues in the 1H2012 the group has been awarded ~ € 540 ml of international construction projects (recently signed a € 210 ml road construction project in FYROM) Discussions to re-initiate the suspended BOT projects have been delayed due to the recent political developments (two elections, change of government) we expect the process to accelerate the government seems committed and there are positive signs with the appointment of the state’s negotiator The key financing priorities of the group are : securing credit facilities (mainly Letters of Guarantee) from acceptable banks for international projects refinancing maturing corporate loans on a medium term basis (i.e. AKTOR, ELLAKTOR and AKTOR Concessions) gradual de-leveraging of the group’s balance sheet The group remains very positive on the prospects of the waste management sector. Recently increased its participation in Helector from 80% to 95%, and in Herhof from 50% to 100% 9eld0029 2 Key Investment highlights Leading infrastructure player in Greece with an increasing international footprint Significant values from participation in Eldorado Well-balanced diversified Gold / Hellas Gold portfolio of activities Growth prospects in Waste Management and Unrivalled construction Renewable Energy knowhow (backlog c.€3bn) Strong expected dividend stream from mature concessions (i.e. -
Spatial Correlation Between Interferometric Stacking Pattern Deformation and Damage Distribution of Athens 7-9-99 Earthquake and Its Seismic Sequence
SPATIAL CORRELATION BETWEEN INTERFEROMETRIC STACKING PATTERN DEFORMATION AND DAMAGE DISTRIBUTION OF ATHENS 7-9-99 EARTHQUAKE AND ITS SEISMIC SEQUENCE M. Foumelis a , D. Raucoules b, Is. Parcharidis c *, D. Feurer b, S. Le Mouelic b, C. King b., C. Carnec b, E. Lagios a a ITU, National Kapodistrian University of Athens, Department of Geophysics & Geothermics, Laboratory of Geophysics, Space Applications Research Unit in Geosciences, Panepistimiopolis - Ilissia, 157 84 Athens, Greece b BRGM, 117 avenue de Luminy, 13276 Marseille cedex 09 – France c Harokopio University, , Faculty of Geography, El. Venizelou 70, 176 71 Athens, Greece KEY WORDS: Earthquake, Urban Area, Ground Deformation, Interferometry, GPS, GIS, Athens ABSTRACT: The study presents an attempt to correlate the spatial distribution of damages and the ground deformation measure by SAR interferometric stacking technique in the case of Athens 7-9-99 earthquake. Damage maps were created for building collapsed and affected areas, built in a GIS environment. The location of the collapsed building was identified using a portable GPS resever and introduced as point thematic map in the GIS. The interferometric images show a clear deformation pattern of fringes mainly in the Thriassio Pedion basin as well as in Athens basin. Comparing the damage maps with the pattern deformation of the interferometric image in the GIS it appears that there in not a clear correlation between the amplitude of deformation and the observed damages. Other parameters seems to affect the distribution of damages the most importannt of which should be the local geological conditions and the vulnerability of the buildings . 1. INTRODUCTION geographic variability and arrangement both on macro and microscale and the parametters that control the damage Athens basin constitutes the most populated basin of Greece distribution were alpine and post-alpine macrostructure, the with the cities of Athens and Pireaus. -
The Athens Earthquake (7 September 1999): Intensity Distribution and Controlling Factors
Engineering Geology 59 (2001) 297±311 www.elsevier.nl/locate/enggeo The Athens earthquake (7 September 1999): intensity distribution and controlling factors E. Lekkas* Department of Geology, University of Athens, Panepistimioupoli Zografou, 15784 Athens, Greece Received 20 June 2000; accepted for publication 14 December 2000 Abstract The Athens earthquake, Ms 5:9, that occurred on 7th September 1999 with epicenter located at the southern ¯ank of Mount Parnitha (Greece, Attiki) according to instrumental data, is attributed to the reactivation of an ESE±WNW south- dipping fault without sur®cial expression. The earthquake caused a large number of casualties and extensive damage within an extended area. Damage displayed signi®cant differentiation from place to place, as well as a peculiar geographic distribution. Based on geological, tectonic and morphological characteristics of the affected area and on the elaboration of damage recordings for intensity evaluation, it can be safely suggested that intensity distribution was the result of the combination of a number of parameters both on macro and microscale. On the macroscale, the parameters are the strike of the seismogenic fault, seismic wave directivity effects and to an old NNE±SSW tectonic structure, and they are also responsible for the maximum intensity arrangement in two perpendicular directions ESE±WNW and NNE±SSW. On the microscale, site foundation formations, old tectonic structures buried under recent formations and morphology are the parameters that differentiated intensities within the affected area. q 2001 Elsevier Science B.V. All rights reserved. Keywords: Athens; Earthquake; Intensity; Distribution; Tectonics; Fault 1. Introduction collapsed, including industrial installations, causing 140 deaths. The strongly affected area is inhabited On September 7, 1999 at 14:56 local time (11:56 by about 1 million people, 10% of whom are GMT), the City of Athens was rocked by an earth- estimated to be homeless. -
Greece Is 2.133,2 Kms, Increased by 15,8% Compared to the Length of 1.842,8 Kms of 2016
HELLASTRON NATIONAL REPORT TO BE PRESENTED DURING THE ASECAP STUDY AND INFORMATION DAYS LJUBLJANA, 6-8 JUNE 2018 Network length The total length for the entire toll infrastructure network in Greece is 2.133,2 kms, increased by 15,8% compared to the length of 1.842,8 kms of 2016. This length includes tunnels and bridges as well as open highway sections. On this network there are 122 tunnels with a length above 500m (the threshold defined by the tunnel directive 2004/54/EC). The total length of these tunnels is 163 kms (sum of both directions). Openings in 2018 It is anticipated that about 2 more additional kms of toll road sections will become operational in 2018 (at the Rio intersection of Olympia Odos) Near Future Evolution There are still another 105,5 kms under design and construction in order to complete the total network. These sections are the north and south ends of the Central Greece Motorway (“Kentriki Odos” - 94,5 kms) and also the Schimatari – Chalkida link (11 kms) of the “Nea Odos” Concession Motorway. Investments The financial crisis in Greece, which started in 2010, found all five (5) Interurban Motorway Projects under construction. Given that the rehabilitation, upgrading and construction were executed on the basis of Concession contracts, the Lending Institutions discontinued funding and construction slowed down and/or was suspended for about three (3) years. The reset of 4 out of 5 projects, which was initiated in late 2013, was impacted in early 1 2015 by the financial standoff with Greece’s lenders and the banking controls enacted by the new Greek Government, actions that resulted in limiting funding again. -
Athens Metro Lines Development Plan and the European Union Transport and Networks
Kifissia M t . P e Zefyrion Lykovrysi KIFISSIA n t LEGEND e l i Metamorfosi KAT METRO LINES NETWORK Operating Lines Pefki Nea Penteli LINE 1 Melissia PEFKI LINE 2 Kamatero MAROUSSI LINE 3 Iraklio Extensions IRAKLIO Penteli LINE 3, UNDER CONSTRUCTION NERANTZIOTISSA OTE AG.NIKOLAOS Nea LINE 2, UNDER DESIGN Filadelfia NEA LINE 4, UNDER DESIGN IONIA Maroussi IRINI PARADISSOS Petroupoli Parking Facility - Attiko Metro Ilion PEFKAKIA Nea Vrilissia Ionia ILION Aghioi OLYMPIAKO "®P Operating Parking Facility STADIO Anargyri "®P Scheduled Parking Facility PERISSOS Nea PALATIANI Halkidona SUBURBAN RAILWAY NETWORK SIDERA Suburban Railway DOUK.PLAKENTIAS Anthousa ANO Gerakas PATISSIA Filothei "®P Suburban Railway Section also used by Metro o Halandri "®P e AGHIOS HALANDRI l P "® ELEFTHERIOS ALSOS VEIKOU Kallitechnoupoli a ANTHOUPOLI Galatsi g FILOTHEI AGHIA E KATO PARASKEVI PERISTERI GALATSI Aghia . PATISSIA Peristeri P Paraskevi t Haidari Psyhiko "® M AGHIOS NOMISMATOKOPIO AGHIOS Pallini ANTONIOS NIKOLAOS Neo PALLINI Pikermi Psihiko HOLARGOS KYPSELI FAROS SEPOLIA ETHNIKI AGHIA AMYNA P ATTIKI "® MARINA "®P Holargos DIKASTIRIA Aghia PANORMOU ®P KATEHAKI Varvara " EGALEO ST.LARISSIS VICTORIA ATHENS ®P AGHIA ALEXANDRAS " VARVARA "®P ELEONAS AMBELOKIPI Papagou Egaleo METAXOURGHIO OMONIA EXARHIA Korydallos Glyka PEANIA-KANTZA AKADEMIA GOUDI Nera "®P PANEPISTIMIO MEGARO MONASTIRAKI KOLONAKI MOUSSIKIS KORYDALLOS KERAMIKOS THISSIO EVANGELISMOS ZOGRAFOU Nikea SYNTAGMA ANO ILISSIA Aghios PAGRATI KESSARIANI Ioannis ACROPOLI NEAR EAST Rentis PETRALONA NIKEA Tavros Keratsini Kessariani SYGROU-FIX KALITHEA TAVROS "®P NEOS VYRONAS MANIATIKA Spata KOSMOS Pireaus AGHIOS Vyronas s MOSCHATO Peania IOANNIS o Dafni t Moschato Ymittos Kallithea ANO t Drapetsona i PIRAEUS DAFNI ILIOUPOLI FALIRO Nea m o Smyrni Y o Î AGHIOS Ilioupoli DIMOTIKO DIMITRIOS . -
The Fault That Caused the Athens September 1999 Ms = 5.9 Earthquake: Field Observations
Natural Hazards 27: 61–84, 2002. 61 © 2002 Kluwer Academic Publishers. Printed in the Netherlands. The Fault that Caused the Athens September 1999 Ms = 5.9 Earthquake: Field Observations S. B. PAVLIDES1, G. PAPADOPOULOS2 and A. GANAS2 1Department of Geology, University of Thessaloniki, 54006, Greece E-mail: [email protected]; 2Geodynamics Institute, National Observatory of Athens, PO Box 20048, 11810 Athens, Greece Received: 18 October 2000; accepted in revised form: 5 November 2001 Abstract. On 7 September 1999 the Athens Metropolitan area (Greece) was hit by a moderate size (Ms = 5.9) earthquake. The severely damaged area is localized in the northwestern suburbs of the ◦ ◦ city, at the foothills of Mt. Parnitha (38.1 N, 23.6 E), about 18 km from the historic centre of Athens. In this paper, we present our results on the surface expression of the seismogenic structure. Methods applied were: field observations, geological mapping, fault geometry and kinematics, evaluation of macroseismic data, interpretation of LANDSAT images, construction of a DEM and application of shading techniques. Aftershock distribution and fault plane solutions were also considered. Our results suggest that the earthquake source is located within the NW-SE trending valley bearing a few outcrops of Neogene- Quaternary sediments across the south foothills of Mt. Parnitha, never known in the past to have been activated by such strong earthquakes. The earthquake occurred along ◦ ◦ ◦ ◦ a 10 km long normal fault, striking N110 –133 and dipping 64 –85 SW, extending from the Fili Fort (4th century BC) in the NNW to the Fili town and then to Ano Liossia, to the SSE. -
Supplementary Materials
Supplementary Materials Figure S1. Temperature‐mortality association by sector, using the E‐OBS data. Municipality ES (95% CI) CENTER Athens 2.95 (2.36, 3.54) Subtotal (I-squared = .%, p = .) 2.95 (2.36, 3.54) . EAST Dafni-Ymittos 0.56 (-1.74, 2.91) Ilioupoli 1.42 (-0.23, 3.09) Kessariani 2.91 (0.39, 5.50) Vyronas 1.22 (-0.58, 3.05) Zografos 2.07 (0.24, 3.94) Subtotal (I-squared = 0.0%, p = 0.689) 1.57 (0.69, 2.45) . NORTH Aghia Paraskevi 0.63 (-1.55, 2.87) Chalandri 0.87 (-0.89, 2.67) Galatsi 1.71 (-0.57, 4.05) Gerakas 0.22 (-4.07, 4.70) Iraklio 0.32 (-2.15, 2.86) Kifissia 1.13 (-0.78, 3.08) Lykovrisi-Pefki 0.11 (-3.24, 3.59) Marousi 1.73 (-0.30, 3.81) Metamorfosi -0.07 (-2.97, 2.91) Nea Ionia 2.58 (0.66, 4.54) Papagos-Cholargos 1.72 (-0.36, 3.85) Penteli 1.04 (-1.96, 4.12) Philothei-Psychiko 1.59 (-0.98, 4.22) Vrilissia 0.60 (-2.42, 3.71) Subtotal (I-squared = 0.0%, p = 0.975) 1.20 (0.57, 1.84) . PIRAEUS Aghia Varvara 0.85 (-2.15, 3.94) Keratsini-Drapetsona 3.30 (1.66, 4.97) Korydallos 2.07 (-0.01, 4.20) Moschato-Tavros 1.47 (-1.14, 4.14) Nikea-Aghios Ioannis Rentis 1.88 (0.39, 3.39) Perama 0.48 (-2.43, 3.47) Piraeus 2.60 (1.50, 3.71) Subtotal (I-squared = 0.0%, p = 0.580) 2.25 (1.58, 2.92) . -
Tolling for Greek Toll Roads A. the Facts
Road User Charging Conference Brussels, Belgium 8th & 9th March 2017 Update on Developments of the Toll Road Network in Greece Bill M. Halkias, PE, F.ASCE, F.ITE President, HELLASTRON (Hellenic Association of Toll Road Network) Managing Director & CEO, Attikes Diadromes SA (Attica Tollway) 2nd Vice President, ASECAP (European Association of Toll Roads) HELLASTRON - MEMBERS 7 Private companies – Concessionaires . Attiki Odos (Attica Tollway) . Gefyra (Rion – Antirion Bridge) . Nea Odos . Moreas Motorway . Aegean Motorway . Olympia Odos . Kentriki Odos Attiki Odos 1 Public Company Gefyra Egnatia Odos . Egnatia Odos Nea Odos Moreas Aegean Motorway Olympia odos Kentriki Odos HELLASTRON Network Completed Projects: • Attiki Odos (Attica Tollway) • Gefyra (Rion – Antirion Bridge) • Egnatia Odos • Moreas Motorway Projects under Development (To be completed within 2017): • Aegean Motorway • Olympia Odos • Nea Odos • Kentriki Odos Creating the Greek Motorway Network? What a Challenge! Attiki Odos Rio – Antirio bridge Egnatia Odos Nea Odos Moreas Aegean Olympia Odos Kentriki Odos HELLASTRON’s Key Priorities Harmonized operational procedures, services offered and vehicle tolling classification. In the area of traffic safety offer similar road safety services, establish common emergency number, country wide radio frequencies –RDS&DAB, etc.) Interoperability of the Electronic Toll Collection Systems operating in Greece Legal and state issues regarding operation of the Greek Motorways (Arbitration, simplification of speeding fines procedure, responsibility -
Generation 2.0 for Rights, Equality & Diversity
Generation 2.0 for Rights, Equality & Diversity Intercultural Mediation, Interpreting and Consultation Services in Decentralised Administration Immigration Office Athens A (IO A) January 2014 - now On 1st January 2014, the One Stop Shop was launched and all the services issuing and renewing residence permits for immigrants in Greece were moved from the municipalities to Decentralised Administrations. Namely, the 66 Attica municipalities were shared between 4 Immigration Offices of the Attic Decentralised Administration. a) Immigration Office for Athens A with territorial jurisdiction over residents of the Municipality of Athens, Address: Salaminias 2 & Petrou Ralli, Athens 118 55 b) Immigration Office for Central Athens and West Attica, with territorial jurisdiction over residents of the following Municipalities; i) Central Athens: Filadelfeia-Chalkidona, Galatsi, Zografou, Kaisariani, Vyronas, Ilioupoli, Dafni-Ymittos, ii) West Athens: Aigaleo Peristeri, Petroupoli, Chaidari, Agia Varvara, Ilion, Agioi Anargyroi- Kamatero, and iii) West Attica: Aspropyrgos, Eleusis (Eleusis-Magoula) Mandra- Eidyllia (Mandra - Vilia - Oinoi - Erythres), Megara (Megara-Nea Peramos), Fyli (Ano Liosia - Fyli - Zefyri). Address: Salaminias 2 & Petrou Ralli, Athens 118 55 c) Immigration Office for North Athens and East Attica with territorial jurisdiction over residents of the following Municipalities; i) North Athens: Penteli, Kifisia-Nea Erythraia, Metamorfosi, Lykovrysi-Pefki, Amarousio, Fiothei-Psychiko, Papagou- Cholargos, Irakleio, Nea Ionia, Vrilissia,